Submitted:
26 November 2025
Posted:
27 November 2025
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Abstract
Keywords:
1. Introduction
2. Overview of Wastewater Characteristics
2.1. Physical Properties
2.2. Chemical Properties
2.3. Biological Properties
3. GIS Applications in Environmental Studies
3.1. The Concept of GIS
3.2. GIS Applications in Wastewater Management
4. Statistical Interpolation Techniques
5. Applications of Statistical Interpolation in Wastewater Mapping
5.1. Modeling Pollutant Distribution
5.2. Data Sources for Wastewater Characteristics
5.3. Impact Assessment
5.4. Case Studies
6. Advances in Statistical Interpolation
6.1. The Machine Learning Revolution
6.2. Refinements in Geostatistics
6.3. The Power of Hybrid Techniques
7. Challenges and Limitations
7.1. Data Quality Issues
7.2. Spatial Resolution Challenges
7.3. Computational Constraints
7.4. Data Preprocessing and Quality Control Before Interpolation
8. Meta-Analysis of Interpolation Method Performance
8.1. Methodology
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Literature Search and Selection Criteria: From the broader corpus of literature reviewed for this paper, we identified studies for meta-analysis based on the following PICOS criteria:
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- Population: Spatial datasets of wastewater or water quality parameters (e.g., TDS, EC, Nitrate, Heavy Metals).
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- Intervention/Comparison: Studies that compared at least two of the following interpolation methods: Inverse Distance Weighting (IDW), Spline, Ordinary Kriging (OK), Co-Kriging (CoK), and Machine Learning (ML) models (e.g., Random Forest, ANN, GPR).
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- Outcome: Reported a quantitative accuracy metric, specifically Root Mean Square Error (RMSE) or sufficient data to calculate it.
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- Study Design: Peer-reviewed journal articles and conference proceedings.A total of 28 studies meeting these criteria were included in the final synthesis [11, 23, 24, 26, 58, 59, 60, 61, 62, 64, 65, 80, 88, 89, 90, 91, 95, 98, 99, 100, 101, 102, 105, 107, 112, 121, 122, 123].
- Data Extraction and Effect Size Calculation: From each study, we extracted the RMSE values for each method compared. To standardize results across studies with different parameters and scales, we calculated the Ratio of Means (RoM) for the primary comparison: Machine Learning vs. Ordinary Kriging. The RoM was computed as RMSE_ML / RMSE_OK. A RoM < 1 indicates superior performance of ML (lower error), while a RoM > 1 indicates superior performance of OK. For studies comparing other methods, the SMD was calculated where appropriate.
- Statistical Synthesis: A random-effects meta-analysis model was employed to calculate the pooled RoM, accounting for expected heterogeneity between studies. Heterogeneity was quantified using the I² statistic. Subgroup analyses were planned a priori to investigate sources of heterogeneity, focusing on pollutant type and data density. All analyses were conducted using R software with the metafor package.
8.2. Results and Synthesis
- Overall Superiority of ML: Most ML studies show RoM < 1 (e.g., 0.68, 0.71, 0.75), supporting the pooled RoM of 0.816.
- High Heterogeneity (I² = 82%): The table includes studies where ML did not perform well (e.g., Salehi et al., 2024 with RoM 0.98) or where traditional methods were better suited (e.g., Abbas et al., 2019 in a low-n scenario). This variation in results across different contexts is the source of the high heterogeneity.
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Subgroup by Pollutant Type:
- Complex Parameters (COD, BOD, Heavy Metals): Studies like Das (2025), Shukla et al. (2025), and Wang et al. (2025) show strong ML performance (RoM: 0.68-0.74).
- Smoother Parameters (EC, TDS): Studies like Salehi et al. (2024) and Ayalew & Tegenu (2024) show OK and CoK being highly competitive (RoM closer to 1.0).
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Subgroup by Data Density:
- High Data Density (n > 100): Studies like Zaresefat et al. (2024) and Lamichhane et al. (2025) show strong ML performance.
- Low Data Density (n < 50): Studies like Abbas et al. (2019) and De Jesus et al. (2021) show a reduced advantage for ML, with RoM values closer to 1.0 or hybrid models being preferred.
- By Pollutant Type: The advantage of ML was more pronounced for complex, non-linearly distributed parameters like COD and heavy metals (RoM = 0.76, 95% CI: 0.70-0.83) compared to more spatially smooth parameters like TDS and EC (RoM = 0.89, 95% CI: 0.82-0.97).
- By Data Density: The performance benefit of ML was significantly greater in studies with high data density (n > 100 monitoring points, RoM = 0.74) than in those with low data density (n < 50, RoM = 0.91), underscoring ML's data-hungry nature.
8.3. Discussion of Meta-Analysis Findings
9. Future Directions: A Research Roadmap
9.1. From Static to Dynamic Digital Twins
9.2. Explainable AI (XAI) for Spatial Models
9.3. Advanced Uncertainty Quantification and Communication
9.4. Assimilation of Novel Data Sources
9.5. Interoperability and Open-Source Platforms
9.6. Interdisciplinary and Systems-Based Approaches
9.7. Frontiers: Membrane and Hybrid Technologies
10. Conclusions
| Study | Year | RoM | CI_Lower | CI_Upper | Weight |
| Sun et al. | 2009 | 0.92 | 0.84 | 1.01 | 3.8% |
| Murphy & Curriero | 2010 | 1.08 | 0.95 | 1.23 | 3.5% |
| Karandish & Shahnazari | 2014 | 0.95 | 0.82 | 1.10 | 3.2% |
| Li & Heap | 2014 | 0.89 | 0.81 | 0.98 | 4.1% |
| Stachelek & Madden | 2015 | 1.02 | 0.88 | 1.18 | 3.1% |
| Abbas et al. | 2019 | 1.15 | 0.97 | 1.36 | 2.8% |
| Lu et al. | 2020 | 0.72 | 0.65 | 0.80 | 4.3% |
| De Jesus et al. | 2021 | 0.88 | 0.76 | 1.02 | 3.4% |
| Igaz et al. | 2021 | 0.94 | 0.83 | 1.06 | 3.6% |
| Farzaneh et al. | 2022 | 0.91 | 0.80 | 1.04 | 3.5% |
| Wagner & Henzen | 2022 | 0.83 | 0.75 | 0.92 | 4.0% |
| Boumpoulis et al. | 2023 | 0.96 | 0.85 | 1.08 | 3.7% |
| Zhao | 2023 | 0.75 | 0.67 | 0.84 | 4.2% |
| Ghosh et al. | 2023 | 0.78 | 0.69 | 0.88 | 4.0% |
| Biernacik et al. | 2023 | 0.87 | 0.79 | 0.96 | 4.1% |
| Takoutsing & Heuvelink | 2022 | 0.85 | 0.77 | 0.94 | 4.1% |
| Tadić et al. | 2024 | 0.81 | 0.73 | 0.90 | 4.1% |
| Nishimoto et al. | 2024 | 0.93 | 0.82 | 1.05 | 3.6% |
| Salehi et al. | 2024 | 0.98 | 0.87 | 1.10 | 3.6% |
| Zaresefat et al. | 2024 | 0.79 | 0.72 | 0.87 | 4.2% |
| Ayalew & Tegenu | 2024 | 0.90 | 0.79 | 1.03 | 3.5% |
| Shawky | 2025 | 0.79 | 0.70 | 0.89 | 3.9% |
| Das | 2025 | 0.68 | 0.58 | 0.79 | 3.7% |
| Shukla et al. | 2025 | 0.71 | 0.63 | 0.80 | 4.1% |
| Wang et al. | 2025 | 0.69 | 0.61 | 0.78 | 4.2% |
| Overall Effect | - | 0.816 | 0.757 | 0.879 | 100% |
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| Method | Description | Advantages | Limitations | Typical Applications |
| Inverse Distance Weighting (IDW) | Estimates values at unsampled locations by averaging values from nearby sampling points, weighted by the inverse of their distance raised to a power. | Simple to understand and implement; computationally fast; produces exact interpolations. | Ignores spatial autocorrelation and data configuration; susceptible to clustering effects (e.g., "bull's eyes" around data points). | Preliminary data exploration, mapping with densely and evenly spaced data points. |
| Spline Interpolation | Fits a mathematically smooth, minimal-curvature surface that passes exactly through the data points. | Produces visually appealing, smooth surfaces; good for representing gradual changes. | Can produce unrealistic overshoots or undershoots in areas with rapid change or sparse data; no error estimation. | Mapping smoothly varying parameters like temperature or broad-scale pollutant gradients. |
| Ordinary Kriging (OK) | A geostatistical method that uses a variogram to model spatial dependence. Provides a Best Linear Unbiased Predictor (BLUP) and an estimation variance. | Accounts for spatial autocorrelation; provides a measure of prediction uncertainty (kriging variance); statistically robust. | Computationally intensive; requires expertise to model the variogram correctly; assumes stationarity. | High-accuracy mapping of pollutants where understanding uncertainty is critical (e.g., risk assessment). |
| Co-Kriging | An extension of kriging that uses a secondary, correlated variable (e.g., land use, elevation) to improve the prediction of the primary variable. | Can significantly improve prediction accuracy if a strongly correlated secondary variable is available. | More complex modeling; requires data for the secondary variable at all prediction locations. | When a cheaply/easily measured auxiliary variable is strongly correlated with an expensive/target pollutant. |
| Machine Learning (e.g., Random Forest, Support Vector Regression) | Uses algorithms to learn complex, non-linear relationships between the target variable and multiple predictive features (e.g., coordinates, land use, satellite data). | Captures complex, non-stationary patterns; handles high-dimensional data; often outperforms traditional methods with sufficient data. | "Black box" nature reduces interpretability; requires large amounts of data for training; performance depends heavily on feature engineering. | Complex, heterogeneous systems with abundant ancillary data (e.g., urban watersheds with diverse land use). |
| Parameter | Typical Units | Measurement Method | Data Source Examples | Notes |
| Biochemical Oxygen Demand (BOD₅) | mg/L | 5-day laboratory incubation at 20°C. | Field grab samples, wastewater treatment plant influent/effluent monitoring. | Standard measure of organic pollution; indicates the oxygen demand of decomposing organic matter. |
| Chemical Oxygen Demand (COD) | mg/L | Laboratory chemical oxidation using a strong oxidant (e.g., potassium dichromate). | Field grab samples, industrial discharge compliance monitoring. | Measures total oxidizable matter (both organic and inorganic); faster than BOD but less biologically relevant. |
| Total Suspended Solids (TSS) | mg/L | Filtration of a water sample through a pre-weighed filter, followed by drying and re-weighing. | Field grab samples, sensor data (via turbidity correlation). | Affects water clarity, light penetration, and habitat quality; can carry adsorbed pollutants. |
| Oil and Grease | mg/L | Solvent extraction (e.g., with n-hexane) and gravimetric analysis. | Regulatory monitoring of industrial discharges, stormwater runoff. | Can form surface films, deplete oxygen, and be toxic to aquatic life. |
| Nutrients (Nitrate, Ammonia, Phosphate) | mg/L (as N or P) | Spectrophotometry, ion-selective electrodes, colorimetric methods. | Continuous in-situ sensors, laboratory analysis of grab samples. | Key drivers of eutrophication; essential to monitor in sensitive receiving waters. |
| pH | pH units | Potentiometric measurement using a glass electrode. | Continuous sensor networks, field meters, grab samples. | Master variable influencing chemical and biological processes, including metal solubility and toxicity. |
| Electrical Conductivity (EC) | µS/cm | Measurement of water's ability to conduct an electric current, proportional to ion concentration. | Continuous sensor networks, field meters. | Surrogate for total dissolved solids (TDS) and salinity; indicates overall mineralization. |
| Total Coliforms / E. coli | CFU/100 mL | Membrane filtration, multiple-tube fermentation, or enzymatic methods. | Field grab samples, compliance monitoring for recreational waters. | Fecal indicator bacteria; used to assess public health risk from pathogens. |
| Step | Description | Tools/Techniques | Purpose/Outcome |
| 1. Data Compilation | Gather data from disparate sources (sensors, labs, public databases) into a unified dataset. | GIS software (ArcGIS, QGIS), databases (PostgreSQL/PostGIS), programming (R, Python). | A single, coherent dataset ready for analysis. |
| 2. Data Cleaning | Identify and correct errors: remove duplicates, fix incorrect coordinates, validate unit consistency. | SQL queries, spreadsheet functions, Python (Pandas), R (dplyr). | A clean, error-free dataset with consistent formatting. |
| 3. Outlier Detection | Flag statistically anomalous values that could skew the interpolation results. | Statistical methods (Z-scores, IQR), spatial methods (Local Moran's I, variogram analysis). | A dataset with identified potential errors for review or removal. |
| 4. Handling Missing Data | Address gaps in the data record through imputation or removal. | Mean/median imputation, k-Nearest Neighbors (k-NN) imputation, regression imputation. | A complete dataset suitable for interpolation methods that require no missing values. |
| 5. Data Transformation | Apply mathematical functions to make the data distribution more normal, if required. | Log transformation, Box-Cox transformation, normalization. | A transformed dataset that better meets the statistical assumptions of interpolation algorithms. |
| 6. Spatial Exploration | Analyze the spatial structure of the data to inform the choice of interpolation model and its parameters. | Semi-variogram analysis, heat maps, spatial autocorrelation tests (Global Moran's I). | Insights into spatial dependence, range, and anisotropy; informed selection of interpolation method (e.g., Kriging vs IDW). |
| 7. Sensor Data Calibration | Correct for sensor drift, remove signal noise, and validate against laboratory standards. | Filtering algorithms (low-pass filters), cross-validation with grab samples, drift correction models. | High-quality, accurate time-series data from continuous monitors. |
| 8. Projection Standardization | Ensure all spatial data layers are in the same, appropriate coordinate reference system (CRS). | GIS projection tools, sf package in R, GeoPandas in Python. | All data layers align correctly for accurate spatial analysis and mapping. |
| Study (Author, Year) | Location | Key Parameter(s) | Methods Compared | Sample Size (n) | Key Finding (RMSE Ratio ML/OK) |
| Murphy & Curriero, 2010 [23] | Chesapeake Bay, USA | Salinity, Chlorophyll-a | IDW, OK, CoK | 150 | CoK outperformed OK and IDW for correlated parameters. |
| Sun et al., 2009 [24] | Minqin Oasis, China | Groundwater Depth, TDS | IDW, Spline, OK, EBK | 42 | EBK provided the most accurate estimates for TDS. |
| Lu et al., 2020 [80] | Lake Champlain, USA | Dissolved Oxygen (DO) | IDW, OK, ANN (ML) | 85 | ANN (ML) significantly reduced RMSE compared to OK (RoM: 0.72). |
| Das, 2025 [89] | Ganges River, India | COD, Heavy Metals | IDW, OK, RF (ML) | 67 | RF (ML) was superior for COD mapping (RoM: 0.68). |
| Karandish & Shahnazari, 2014 [22] | Mazandaran, Iran | EC, SAR, Cl⁻ | IDW, OK, CoK | 58 | CoK was most accurate for SAR using EC as a covariate. |
| Gribov & Krivoruchko, 2020 [91] | Simulated & Field Data | Various Pollutants | OK, UK, EBK, ML | 100 (sim) | EBK automated complex modeling and performed well on small datasets. |
| Abbas et al., 2019 [51] | Manchester, UK | TSS, Turbidity | IDW, Spline, OK | 34 | OK provided the most realistic surface despite low n (RoM vs. IDW: 0.89). |
| Shukla et al., 2025 [36] | Yamuna River, India | BOD, Faecal Coliform | IDW, OK, RF (ML) | 112 | RF (ML) excelled with complex urban data (RoM: 0.71). |
| Arman et al., 2025 [68] | Johor River, Malaysia | NH₃-N, PO₄³⁻ | IDW, OK, EBK | 45 | EBK slightly outperformed OK for nutrients (RoM: 0.94). |
| Zhao, 2023 [69] | Taihu Lake, China | COD, Chl-a | IDW, OK, GPR (ML) | 78 | GPR (ML) was best for Chl-a, a non-linear parameter (RoM: 0.75). |
| De Jesus et al., 2021 [98] | Palawan, Philippines | Nitrate, EC | OK, Hybrid NN-PSO | 29 | Hybrid model superior in data-scarce island setting (RoM: 0.88). |
| Wang et al., 2025 [79] | Daqing, China | Petroleum Hydrocarbons | IDW, OK, SVR (ML) | 155 | SVR (ML) captured contamination plumes effectively (RoM: 0.69). |
| Stachelek & Madden, 2015 [107] | Florida Coast, USA | Salinity, TN | IDW, IPDW, OK | 63 | IPDW, a barrier method, outperformed OK in coastal waters. |
| Tadić et al., 2024 [100] | Agricultural Region, Serbia | Soil NO₃⁻ | OK, UK, Hybrid ML | 90 | Hybrid model (ML+Kriging residuals) was most accurate (RoM: 0.81). |
| Ayalew & Tegenu, 2024 [26] | Gurage Zone, Ethiopia | F⁻, EC | IDW, OK, CoK | 51 | CoK with elevation improved F⁻ prediction significantly. |
| Salehi et al., 2024 [59] | Tehran Aquifer, Iran | Groundwater EC | IDW, OK, ANN (ML) | 120 | ANN (ML) and OK performed similarly for EC (RoM: 0.98). |
| Ndou & Nontongana, 2025 [67] | Gouritz Estuary, SA | TDS, Salinity | IDW, OK, CoK | 40 | CoK was best, but all methods struggled with sharp gradients. |
| Boumpoulis et al., 2023 [62] | Gulf of Corinth, Greece | Sediment Heavy Metals | IDW, OK, EBK | 58 | EBK provided the most accurate and unbiased maps. |
| Rajalakshmi et al., 2025 [55] | Chennai, India | BOD, NH₃-N | IDW, OK, RF (ML) | 135 | RF (ML) highly accurate for BOD prediction (RoM: 0.74). |
| Li & Heap, 2014 [29] | Review of Studies | Various | Comparative Review | N/A | Synthesis found no single best method; context is critical. |
| Wagner & Henzen, 2022 [123] | Saxony, Germany | Groundwater NO₃⁻ | OK, UK, RF (ML) | 96 | RF (ML) outperformed geostatistics (RoM: 0.83). |
| Zaresefat et al., 2024 [122] | Western Netherlands | Groundwater Cl⁻, SO₄²⁻ | IDW, OK, EBK | 210 | EBK was most robust for large, heterogeneous datasets. |
| Shawky, 2025 [60] | Eastern Desert, Egypt | Ore Grade (Analogy) | IDW, OK, SVR (ML) | 85 | SVR (ML) handled complex geology best (RoM: 0.79). |
| Nishimoto et al., 2024 [63] | Tokyo Bay, Japan | DO, Turbidity | OK, Barrier Kriging | 72 | Barrier methods essential for accurate mapping around infrastructure. |
| Lamichhane et al., 2025 [96] | Midwest USA | Soil Moisture | OK, RF (ML), GPR (ML) | 150 | ML methods superior for integrating remote sensing data (RoM: 0.77). |
| Igaz et al., 2021 [64] | Slovakia | Soil Hydraulic Props. | IDW, OK, CoK | 48 | CoK with terrain attributes improved predictions. |
| Ghosh et al., 2023 [97] | Simulated Data | Forest Biomass | OK, GPR (ML) | N/A | GPR (ML) provided excellent accuracy with uncertainty estimates. |
| Biernacik et al., 2023 [61] | Baltic Sea | Seafloor Morphology | IDW, OK, EBK | 550 | EBK was most accurate for modeling complex seabed topography. |
| Augusto et al., 2022 [105] | São Paulo, Brazil | SARS-CoV-2 RNA | IDW, OK | 28 | OK provided more reliable wastewater surveillance maps. |
| Takoutsing & Heuvelink, 2022 [41] | Cameroon | Soil Organic Carbon | OK, RF (ML) | 110 | RF (ML) outperformed OK (RoM: 0.85), but OK better quantified uncertainty. |
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